090017_Application_20240321

t �
State of North Carolina
Department of Environmental Quality
Division of Water ResourcesEGEIVE�
Animal Waste Management Systems MAR 21 20�4
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Per j)E0 /ofWF1
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste M ienf SyC ms will
expire. As required by these permits, facilities that have been issued Certificates of Coverage-to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AW S090017
2. Facility Name: Allen Brothers Farm
3. Permittee's Name(same as on the Waste Management Plan): Ronald J Allen
4. Permittee's Mailing Address: 6593 Center Rd
City: Bladenboro State: NC Zip: 28320
Telephone Number: 910-736-5360 Ext. E-mail:
5. Facility's Physical Address: 6593 Center Rd
City: Bladenboro State: NC Zip: 28320
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Joe Allen Phone No.: 910-736-5359 OIC#: 16268
11. Lessee's Name(if there is not a Lessee,write"None"): Gone
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 12,160
Oneration Tvnes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
09-17-01 Lagoon 19.00
09-17-02 Lagoon 12129 J q33 19.00
9-17-01(1-4) Lagoon4*Yfy73 Full,clay 283,248.00 44,000.00 19.00
9-17-02(5-8) Lagoon —sir Full,clay 301,743.00 46,550.00 19.00
QJr
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
A site map/schematic
3. Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may h
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): -�ROW tel 4fte3 - Title: ?'z.,
Signature: Q Date:
Name(Print): �. /�� Title:
Signature: _ Date: 3-41-Z4
Name(Print): _ Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
08-23-2007
This plan has been prepared for: This plan has been developed by:
Allen Brothers Farm Greer Moore
Allen Brothers Allen Clear Run Farms Consulting Services
6593 Center Road PO Box 338
Bladenboro, NC 28320 Harrells, NC 28444
(910) 53 4493
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
41 g 3 L17
Signature(owner) D to
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature ate
A-i� ndrn�nt �-PdAU S -al v13 -7'� h, hid 6-e m,
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697694 Database Version 3.1 Date PrinteW' 08-23-2007 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 2,322,560 gals/year by a
12,160 animal Swine Nursery Lagoon Liquid operation.This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 5349
Incorporated 9187
Injected 10117
Irrigated 5815
Actual PAN Applied Actual Volume Applied Volume Surplus/Deficit
(pounds) (Gallons) (Gallons)
Year 1 1 6,919.95 2,764,110 -441,550
-------- --------------
--------------------------------------------------------------------------------------------
--------------------------------------------
Note: In source ID,S means standard source,U means user e e source.
697694 Database Version 3.1 Date Printed: 08-23-2007 source Page 1 of 1

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of the crops or rotations included in this plan for each field. Realistic
The table shown below provides a summary j an. In addition,the Leaching Index for each field is shown,
Yield estimates are also provided for each crop in the p
where available.
Planned Crops Summary
Total Useable�Leachting Crop Sequence RYE
Tract Field
Acres Acres Soil Series
811 1 L�>�� 1.90 NIA Lakeland
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.0 Tons
811 3B 2.66 2.66 N/A Rains
CereWAmual Rye O/S,Graze,4/7 Harvest 1.5 Tons
Pasture ,b-x r^kAA 43-Tons
811 4A 4.82 4.82 N/A Watauga
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture NIA
CereallAnnual Rye O/S,Graze,4/7 Harvest 1.5 Tuns
811 4B 2.57 2.57 N/A Rains �eG ,,SS
na.4.�a�rlt Pasture{"1 43�fTons
811 SA 4.82 4.82 NIA Watauga
Small Grain overseed 1.0 Tons
Hybrid Bermudagrass Pasture N/A
811 5B 1.94 1.84 N/A Rains
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
811 6
4.64 4.64 N/A Watauga Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture N/A
811 7 4.64 4.64 N/A Watauga Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture AN
PLAN TOTALS: 27.89 27.89
Li Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>_2& Moderate potential to oontribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
t I igh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that
nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency
> 10 should be considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based
Rotations(328),Long-Term No-Till(778),and edge-of-field practices such as Filter
Strips(393)and Riparian Forest Buffers(391).
697694 Database version 3.1 Date Printed 8/23/2007 PCs Page 1 of 1
NOTE: Svmbol*means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity (Da),$)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 86
1 2 77
1 3 94
1 4 98
1 5 135
1 6 173
1 7 180
1 8 180
1 9 180
1 10 168
1 11 157
1 12 136
*Available Storage Capacity is calculated as of the end of each month.
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697694 Database Version 3.1 Date Printed: 08-23-2007 CapacityPag e 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
811 1 Lakeland 0.75 1.0
811 3B Rains 0.40 1.0
811 4A Watauga 0.60 1.0
811 4B Rains 0.40 1.0
811 5A Watauga 0.60 1.0
811 5B Rains 0.40 1.0
811 6 Watauga 0.60 1.0
811 7 Watauga 0.60 1.0
697694 Database Version 3.1 Date Printed 8/23/2007 1AF Page 1 of 1
NOTE: Svmbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen.Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 30.95 61.90 92.85
Hay 6 ton R.Y.E. 300 26.32 15.48 30.95 46.43
Soybean 40 bu 160 14.04 29.02 58.03 87.05
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697694 Database Version 3.1 Date Printed: 08-23-2007 Sludge Page 1 of I

Crop Notes
The following crop note applies to field(s): 5B
Small Grain: CP,Mineral Soil,low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1
Small Grain: Coastal Plain,Mineral Soil,highly leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 301bs/acre N at planting.Phosphorus recommended by a soil test report can also be applied at this
time.The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring.The remaining N should be applied during the months of
February-March.The total N needed is dependent on the soil type.Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N.Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats,barley and rye.Timely management of diseases,insects
and weeds are essential for profitable oat,barley and rye production.
------------------------------- -------------------------------------- ---------- -- ---------------------
697694 Database Version 3.1 Date Printed: 08-23-2007 Crop Note Page 1 of 4

The following crop note applies to field(s): 313,4B
Cereal/Annual Rye Overseeded-Grazed
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short(less than 3 inches tall)bermudagrass sod.
If drilling is not possible,the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbs/acre of Plant Available N(PAN)may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If
rye growth is harvested on time and does not significantly shade the bermuda,PAN rates for the
subsequent Bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7,which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields. The PAN rate for grazed systems with Bermuda overseeded with cereal rye must be
reduced by 25%.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short(less than 3 inches tall)
bermudagrass sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed
-�. by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If additional
PAN is applied to the ryegrass in April-May,the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April-May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7,which ever comes first to prevent shading of emerging bermuda during April-May period. To
favor the production of the bermuda,additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height. The PAN rate for grazed systems with bermuda overseeded with
annual ryegrass must be reduced by 25%.
The following crop note applies to field(s):313,4B
Pearl Millett: No Comment
--------------------------------- -------- ---- ------------------ --------------- ----------------.
697694 Database Version 3.1 Date Printed: 08-23-2007 Crop Note Page 4 of 4

The following crop note applies to field(s): 4A, 5A,6, 7
Small Grain: Mountains
In the Mountains,oats and barley should be planted from September 20-October 10;and rye from
September 25-November 1.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%
for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also,increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics.needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 5B
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
-� wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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697694 Database Version 3.1 Date Printed: 08-23-2007 Crop Note Page 2 of 4

The following crop note applies to field(s): 1
Bermudagrass: CP,Mineral Soil,Well Drained to Excessively Drained
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2'to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching.Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July.For established stands apply 180 to 240 lb/ac N annually in split applications,usually in
April and following the first and second hay cuts.For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
The following crop note applies to field(s): 4A,5A,6,7
Bermudagrass: Mountains.
Adaptation:Not adapted.
--------------------------------- ----------------- ------------------ ----------------------------------------------
697694 Database Version 3.1 Date Printed: 08-23-2007 Crop Note Page 3 of 4

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disldng after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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697694 Database Version 3.1 Date Printed:8/23/2007 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
------------------------------------- --------------------------- ------------------ --------------
------------------------ ---------
697694 Database Version 3.1 Date Printed:8/23/2007 Specification Page

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
---------------------------- --------------------------- ---------------------- ------------------ --------------------------------------- -
697694 Database Version 3.1 Date Printed: 8/23/2007 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------------- -------------------- -------------------------------------
697694 Database Version 3.1 Date Printed: 8/23/2007 Specification Page 4

Version—July 20,2023
Mortality Management Methods Via, ,
Indicate which method(s) will be implemented. q_n
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian] 4w
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
El
Complete incineration according to 02 NCAC 52C .0102.
A deemed composting system according to 15A NCAC 02T .0113 (a)(12) and the NC
Ff El Department of Agriculture&Consumer Services Veterinary Division's Poultry&Swine
Composter Approval Guidelines. if compost is distributed off-farm, additional requirements
must be met and a permit is required from NC DEQ.
a a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture &Consumer SeMces(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm wner/Manager Date
Signature of Technical Specialist Date

y I'm
�3
.'�MDm Utr
Michael P.Martin,DVM,MPVM,ACPV
Steven Troxler North Carolina Department of Agriculture State Veterinarian
Commissisi oner
and Consumer Services
Veterinary Division
Working Draft,last revised 6.28.2023
In an effort to provide general provisions for solid waste compost facilities exempt from 15A NCAC 13B
.1402 via(f)(2) and fulfill needs of 15A NCAC 02T.0113(a)(12),pursuant to State Statutes 106-403 and 02
NCAC 52C.0102,the North Carolina Department of Agriculture and Consumer Services,Veterinary
Division approves of all solid waste compost facilities meeting the following conditions and stipulations*:
1. all North Carolina solid waste,air,water quality,and other applicable regulations must be met in siting and
operation of the system**
2. only poultry or swine are to be processed in this facility;NO bovine, caprine,ovine or cervid species shall
be processed
3. mortality to be processed shall originate only from the premises on which the composter is located***
4. the final product of the process must be stored,treated and utilized in accordance with all federal,state,and
local laws, regulations,and approval requirements;the final product shall not be sold
5. temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5 days of filling
the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days to maintain the
composting process and reduce pathogen load
6. dead animals are not to be removed from composting until all flesh,internal organs,and other soft tissue
are decomposed beyond recognition
7. the proposed facility shall have the following minimum setback requirements*:
• 100-foot buffer between all property lines and compost facilities
• 100-foot buffer between all wells and compost facilities,except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost facilities
8. plans and operational records shall be maintained on site and be available upon request by NCDA&CS,
Veterinary Division personnel
9. the facility and operational records shall be available for inspection by NCDA&CS,Veterinary Division
personnel upon request
10. operational records shall include temperature monitoring during initial facility start-up and follow-up
records that contain either 10 days/month temperature monitoring or annual laboratory results of pathogen
load testing
11. the Veterinary Division must be immediately notified of any complicating issues involving animal disease
or environmental concerns
12. the State Veterinarian reserves the right to cancel this approval if a specific concern for controlling animal
disease arises,or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or type of
mortality management system by the State Veterinarian and the Office of the State Veterinarian does not approve or
disapprove the technical or performance standards for specific makes or designs of equipment.
*Additional requirements and regulations will apply from DEQ,Department of Environmental Quality if
application for off-fasm disposition of composted material is requested(see G.S. 130A-309.29 and 15A NCAC
13B, Section .1400).
**NCDA&CS,Veterinary Division strongly encourages approval applicants to seek the technical assistance of a
NRCS -USDA official in planning,developing,and carrying out this project
1030 Mail Service Center, Raleigh, North Carolina 27699-1030 • [phone]
An Equal Opportunity Affirmative Action Employer

***While formal veterinary division approval is limited to composters receiving mortality from the premises on
which they are built, if a premises moves carcasses to a compost facility on a different poultry or swine premises,
the owner must comply with conditions in GS 106-168.8(5)and(6)followed by licensed renderers. Carcasses must
be transported within 24 hours of death in a leak-proof vessel or vehicle with a cover,to prevent spread of disease
by flies or other agents during the transportation. The vessel or vehicle must be disinfected following loading of
carcasses,to prevent the spread of disease. After unloading at the compost facility,the vehicle or vessel must be
cleaned and disinfected prior to leaving. The person loading and transporting the carcasses must use suitable
protective clothing including foot protection.
All anticipated movement of carcasses from one premises to another for composting should be reported to
NCDA&CS, including farm names and addresses of all premises involved, prior to movement. This will
help to facilitate disease response in the event of an outbreak in the region.
1030 Mail Service Center, Raleigh, North Carolina 27699-1030 ; [phone]
An Equal Opportunity Affirmative Action Employer

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PLADEN COUNTY
- EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1541 �
EMERGENCY MANAGEMENT SERVICES (EMS) 910-862-6?60
SOIL R WATER CONSERVATION DISTRICT (SWCD) 910-862-693b
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-662-6'1.sb
COOPERATIVE EXTENSION SERVICE (CES) 910-862-4591
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon-hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
P. Runoff from waste application field-action include :
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason (s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from- the waste pipes and sprinklers-action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close- valves to eliminate further. discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators-actions
include:
^. a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks-possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
_ g. Are potable water wells in danger (either on or off of
the property) ?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-862-6760.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD) , Natural Resources Conservation Service
(MRCS) office at 910-862-6936 and Cooperative Extension
Service (CES) at 910-862-4591 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
-�� and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off-site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Rhone:
6. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc. )
a. Name:
b. Rhone:
7. Implement procedures as advised by DWG! and technical assistance
agencies to rectify the damage, repair the systems and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially important to
manage levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop
is dormant such as wintertime for bermudagrass or when there are extended rainy spells such as
the thunderstorm season in the summertime. This means that at the first signs of plant growth in
the later winter/early spring, irrigation according to a farm waste management plan should be
done whenever the land is dry enough to receive lagoon liquid. This will make storage space
available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be
pumped down to the low marker to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon
for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
LAGOON MAINTENANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year, if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test,but in the event that it is not practical to obtain a soils test each year,the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying, grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE:If vegetation is controlled by spraying,the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.

3
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum,the following:
✓ Waste Inlet Pipes,Recycling Pipes, and Overflow Pipes---look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
✓ Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
✓ Embankment---look for:
1. settlement, cracking, or"jug'holes
2. side slope stability--- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to Teter damage due to wave action caused by strong winds.
These waves can erode the lagoon side walls,thereby weakening the lagoon dam. A good stand
of vegetation will reduce the potential damage caused by wave action. If wave action causes
serious damage to a lagoon side wall,bales in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of
these features,you should call an appropriate expert-familiar with design and construction of
waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge.
However, a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps--- check for proper operation of
1 . recycling pumps
2. irrigation pumps
Check for leaks,loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount ofvibration, may indicate that the pump is in need or repair or replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised"by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some safety
time should major repairs be required. Having a nearly full lagoon is not the time to think about

switching, repairing, or borrowing pumps. Probably, if your lagoon is full,your neighbor's lagoon
is full also. You should consider maintaining an inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage waters
(such as rainfall runoff,roof drainage, gutter outlets, and parking lot runoff away
from your lagoon and other waste treatment or storage structures. The only water
that should be coming into your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly. You should
inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system during or
immediately following a heavy rain. If technical assistance is needed to determine proper
solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then record the
level again 4 to 6 hours after the rain(assumes there is no pumping). This will give you an idea of
how much your lagoon level will rise with a certain rainfall amount(you must also be recording
your rainfall for this to work). Knowing this should help in planning irrigation applications and
storage. If your lagoon rises excessively,you may have an inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins,taking care not to erode lining or-bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible,begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).

5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color,lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon,the better the lagoon will
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems,in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation--- minimize building water usage and spillage from
leaking waterers,broken pipes and wash down through proper maintenance and
water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon
Management:
✓ Maintain lagoon liquid level between the permanent storage level and the full temporary
storage level.
✓ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever(Figure 2- 1).
✓ Start irrigating at the earliest possible date in the spring based on nutrient requirements
and soil moisture so that temporary storage will be maximized for the summer
thunderstorm season. Similarly, irrigate in the late summer/early fall, to provide maximum
lagoon storage for the winter.
✓ The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam
or embankment.

✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possible.
✓ Prevent additions of bedding materials, long-stemmed forage or vegetation,molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed.
✓ Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
fills 50 percent of the permanent storage volume.
✓ If animal production is to be terminated,the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Dire a custom applicator.
—� • Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through
large-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.

• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;mix
remaining sludge;pump into liquid sludge applicator;haul and spread onto cropland or
forage land;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line or sludge barge;berm an area beside lagoon to
receive the sludge so that liquids can drain back into lagoon;allow sludge to dewater;haul
and spread with manure spreader onto cropland or forage land; and soil incorporate.
Regardless of the method,you must have the sludge material analyzed for waste constituents just
as you would your lagoon water. The sludge will contain different nutrient and metal values from
the liquid. The application of the sludge to fields will be limited by these nutrients as well as any
previous waste applications to that field and crop requirement.
When removing sludge,you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic liner material being disturbed,you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because of this it should probably be applied to land with low phosphorus and metal
levels, as indicated by a soil test; and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil-test phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern ofneighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of
failures include leakage through the bottom or sides, overtopping, and breach of the dam.
Assuming proper design and construction,the owner has the responsibility for ensuring structure
safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure--- an example is the placement of a pipe in
the dam without proper design and construction. (Consult an expert in lagoon
design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.

Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity protect from inlet pipe scouring, damage during- sludge
removal, or rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam,the moving water will soon cause
gullies to form in the dam. Once this damage starts,it can quickly cause a large discharge of
wastewater and possible dam failure.

OPERATION AND MAINTENANCE FLAN
' ------------------------------
This lagoon is designed for waste treatment ( permanent storage) with
min . odor control . The time required for the planned fluid level to be
reached ( permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation „
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year: The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not installed an the elevation to
begin pumping , a permanent marker must be installed on this elevation
to indicate when pumping should begin . An elevation must be established
to stop pimping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, .and equipment ' in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
renter pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.. When precharging is complete,
flush buildings with recycled lagoon . liquid . Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application .
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 49.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 47.4 or before the fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 70318 cubic feet or 525980 gallons. As stated before, this
volume will vary considerably from year to year.

q� ` The recommended maximum amount to apply per irrigation is
one ( 1) inch and the recommended maximum application rate is 0.=
inch per hoer.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
b. Repair any eroded areas or areas damaged by rodents and
establish in vegetation .
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 2.00 feet of a
residence or within 100 feet of a well .
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

• II PLAN
SHEET 1 OF _
ANCE
OPERATION AND MAINTE
This lagoon ice. designed for waste treatment (permanent ,_-;-}_orage and
i r - days
vys of temporary
enpor-rf storage- The time required for the planned
iiL . d level ( permanent and temporary storage to be -_?Che may Va -
y
due to site conditions, 4vimth_rg T1Lsh1n; operations, and the amount
of fresh water added to the system.
The designed temporary storage consists Of 180 days storage for:
( ) waste from (2) excess rainfall
afterevaporation . Also
included is etc -ale for the 25 year - 24 hour storm for the location =
The volume of waste generated from a given slumber of animals will be
fairly constant
throughout the year and from year to year, but excess
•1 �t
year ;'. 1 year. The rtr_t year rainfall will not
vary y from r �7_..
rainfall will 1 1 �_.. f r--rE .r' _c r. -. . /-
be a factor" to consider in an r.?.I'lilL!al pumping c clea but this storage
volume must always be available.
nelevation c determined!tint t t design t[;i _e g_,�-
r-I maximum `s: F.�v e t�?o n 1� d- t e r i. ! E d i f"E each t I E
pumping and this is usually the outlet invert. of pips(s) from
bu.i lding (s) . If the outlet pipe is noi. i r_.tal l.ed at he elevation to
begin pumping, - permanent marker Must be installed at this_Ti elevation
to indicate when pumping should begin . An elevation mustbe established
to _:top pumping to maintain lagoon treatment depth.
r_+d for stopped •Wit pn•>' . time between these two
pumping i{�I �-cln �e `_^tartLL7 t �+_ .... __
elevations for operating convenience as si'Ft_:: conditions permit, such _:.�
apply was without
ui_
weather, soils; crc,�+� . and equipment in �rde.:.. to �:�� ;`
runoff i�r leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set.
center pivot, guns p and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to craps_
The following items are to be carried out :
1 . it is strongly recommended that the treatment lagoon be pre-
charged i t 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
watt entering s � h lagoon thereby s' Solids .should be
�i_c5 1`it if.C� the 1. �_ '.Z �"�'j'_'reu7;.` reducing odors. -
covered With effluent at all. '•...isles= When precharging is complete,
flush buildings with recycled ?aCOCn liquid .
F=rfaSFj. i'„=;ter SEiOL!lu not
be used for flushing after- ini.tia.l filling .
--= The attached waste Lit.ili,- a•i;,•,ion plan shall be followed . This
plan t"e'C:f7mmh'flds sampling and jesting of waste (eCe ct'_taf-hf!7f?n +_)
before land application .
3 . Begin temporary storah pump-out of the lagoon when fluid level
rt='ctf:.hr"a the Elevation 45.8 as m!arh:e_. by p_r ETEai-1-'n marker. Stop pump-
out
When the fluid level reaches elevation! 4.3.8 . ThiE: 'temporary
storage, . less 25 yr- 24 hr storm; contains 71697. cubic feet or
536297 gallons.
_...

, ' SHEET ? OF
`-i' . The rt=Coitiiilc•'nC,eL, maximum amount 0 apply Per irrigation
is
o;r ( J ) Iinch and the recommended maximum application rate is :s_,inch per hour. Refer to the waste utilization plan for further details.
c,- Keep vegetation on the embankment and areas adjacent to the
lagoon mowed anill-aili . Vegetation should be fertilized as Cteedf_'_._I
to maintain a .rigorous stand.
6. r��._ - 3 � re , areas damaged by rodents and
RrW�tv:lr •�!Cti� �r'-=isf=_ areas CY'• 2�_ L�
establish in Vegetation .
7 . All surface is to be diverted from the Lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer _.round
* � streams. t •Yt�;_e will.
w�cstE�. utilization fields adjacent _n �r._renn-n.l. .��._
not be applied 7.n open ditches. Do not pump within 200 feet of =.
esid-t• -e or within 100 feet of a well - Waste sh_:.i. l be applied
manner not to reach other property and public right-of-ways.
1 prohibits e di•s arge of
5'= T1'}c? Clean laicttt-'r �:Ct C�'i `:'r`7 the discharge
pollutants into Waters of the United States. The Lepc!.
tment of
F-1'r'Srt=7CE!jlRt-ttg Health, t~.ntJ Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
r�
t.,

-34
ofAgriculture NC"EMS
s rt t �t�aber. l O
rretion.Ssrvice ;; . < ; �iia Code , 210
• � * �.
Y f.LRS IFICATJON DATA.,SPIET FQR
.7.;:ii
__ t;:F.�i y` F�•. {I`.li��. 1 t-�ir iJ-, 'ii
Landowner Qa . ., :Aj/1 � •:r--•r— --�-• 1»'a. ;1, 1�Dly
erva�tfd"n `flan
Community or
Esti pepthj ,t '� � Of_DM ~ _ Y�., � , ^;,L of,T1oG 1 Ft.
mated _ , . � ., " t ,
Date of Field tiaiiM Inver T00.
Evaluation by reach- of flood plain downstream -to the point of estimated minor effect
from sudden dam' failure:
- •• Est; . ev: : s evi ion
:E fi of : : r�:tents: of Breech
Reach: Length:' Vidth: Slope`:' Land Use rr tints' Abele . :F7oodr Above
ater:
• -Flood Plain: Flood Plain
Ft. f
2
3
Describe potential for loss of life and damage to- existing or probable future downstream
improvements from a sudden breach
r
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II II , IV, V)
�if1�ylJ7�
B Date_ �:7
Y
name (title
Concurred Date k4q-
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

WAKAR
�► t 1 17 ! iJ//
A 1 . • FEW1
1
l
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Operato�-:RONALD ALLEN County : BLADEN Date: 12/28/?3
Distance to nearest residence (other than owner) ; feet
STEADY STATE LIVE WEIGHT
i� sows (farrow to finish) .. 1417 lbs. = 0 lbs
Ca sows (farrow to feeder) x 522 lbs. = q lbs
• head (finishing only ) x 135 lbs. = 0 lbs
• sows (farrow to wean) x 433 lbs. _ 0 lbs
6C)SO head (wean to feeder) x 70 lbs. = 182400 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 182400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192400 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF)/lb. SSLW= ! CF/lb. SSLW
Volume = 182400 cubic feet
3. STORAGE VOLUME FOR' SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 200.0 feet Inside top width 220.i7 feet
Top of dike at elevation 51.0 feet
Freeboard 1 .0 feet ; Side slopes 3.0 : I ( Inside lagoon)
Total design lagoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 41.0 feet
Seasonal high water table elevation 45.2 feet
Total design volume using prismoidal formula
SS/END! SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 214.0 9.00
AREA OF TOP
LENGTH * WIDTH =
194.0 214.0 41516 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
140.0 160.0 22400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
167.0 167.0 124916 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
41516.0 124916.0 22400.0 1 . 5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 283248 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width
200.0 220.0 44t�00.iy square feet
Buildings ( roof and lot water)
Length * Width =
0.n ,, 0.0 0.0 square feet
TOTAL DA 44000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/Lb SSLW 0.00136
Volume = 182400 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 44652 cubic feet
5B. Volume of wash .water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
.the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 25666.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
volume = 25666.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 44652 cubic feet
5B. D cubic feet
5C. 25667 cubic feet
5D. 25667 cubic feet
TOTAL 95985 cubic feet
6. SUMMARY
Total required volume 278385 cubic feet
Total design volume avail . 283248 cubic feet
Min . req . treatment volume plus sludge accumulation 182400 cubic ft
At elev. 47.4 fleet 4 Volume is 18 370 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 257581 cubic feet
At elev. 49.3 feet R Volume is 254782 cubic feet (start pumping)
Seasonal high water table elevation 45.2 fleet
7. DESIGNED BY: Ax. Cu.r[ t.— APPROVED BY:
/9- A, f
DATE: I� j 7.9193 DATE. ,
(VOTE: SEE ATTACHED WASTE UTILLIZATION FLAN
COMMENTS:

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
c-) LBS. ' PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
20 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
100 LBS. RYE GRASS @ 4t� LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER i TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 .LBS. /ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A .CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
A. . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT B
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

MC-ENG-40
U. S. DEPARTMENT Of AGRICULTURE Rev. 7/91
Soil Car"rvstion Service
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: R© AL*o ALLEn Date: 12. z8 33
County: $L Ab e n
Address:
7 �
LENII14 ZZo
% it DE ELOPE-3-TO 1Avg. ELIV.
/
44 /moo
��---�VIC SECTION
AVE. SOT70Y ELEV. /
LEM47M I6o
(Sao back for vo(Lm catwtatians)
Use of facility: VJAST8 iRi✓A7-MEn-r LAGooh
Capacity: z i 18r0,95 G llons 2.83 7-+& Ft3
Soil Type: L a b LAKEtaf1 sanV
Bench Mark Description n A I►. Z Y-" Ping TRFE
�3 O' EAST or Z> t O 0
8MCQRY
Bottom Elev. q-/.0
Normal Liquid Level Elev. 49.3
Storage for normal Precip. (+) Ft.
Maximum Liquid Level Elev. 49.3
25 yr. Storm Storage a (+) _;.7 Ft.
Crest ESW Elev. —
Max.Flow Depth (+) — •
Freeboard (+) /.o Ft.
Top of Dam Elev. 5./• o

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SPECIFICATIONS-FOR-CONSTRUCTION-OF-WASTE-TREATMENT-LAGOONS
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started . Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one ( 1)
inch in diameter shall be removed to a minimum depth of one ( i}
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened .thoroughly before placement of
embankment material . Lagoon site (and pad site if needed ) to be
stripped of topsoil (3" ) and stockpiled for use on dike and pad
slopes (2-3" ) . TFe topsoiling quantity is in excess of amounts
specified on page one M .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
~ Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned . Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max . of 6" .lifts and not placed in standing water. Compaction shall be
performed by . the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one ( 1 ) foot below grade and back:filled and
compacted with a SCS approved material ( ie-CL,SC,CH) . Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation :
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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.. UNITED STATES SOIL 122 AS. Service Ctr.
DEPARTMENT OF CONSERVATION Elizabethtown, NC 28337
AGRICULTURE SERVICE 910-862-6936
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME LOCATION
-8amo
TELEPHONE _ SIZE OPERATION �1090
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 3,5aa FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO X
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES -A NO
If no,site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO K
If JM iandowner sbould Alt with loud zoning board atwut reetir—R ereriifs.
Permits noel-be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YEST_ NO X
If yes,ow Part 543.of tbe.Natiend FAigineering_Manual and follow polo:-.
(C pies ff or ': ..may ioe att:shee to site a of .)
WETLANDS
WIL.L Sm INVOLVE CI EARIN WOODLAND OR ANY NON-CROPLAND?
YES _ NO
p ■wt t Few+AD-1026.
f
WILL ACTION RESULT IN SWAMPSUSTING? YES NO `r
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSI UM,0F =PRODUCER'-T0
CONTACT-THE US".ARMY CORP_QF,ENG.t�ACID-IIIE DIYISI4IV_pF
ENV*Q0WE i'I'AL MA 1tA� 'ij -E ADDn-io iAL-�Ta ARE'
R�QUIR@D. NO g ALTI UN'III-PRODUCER RUCHIM
;WRITTEN APPROVAL FRO SCS,US ARMY CORP OF ENGINEERS AND NC DIVISIONAOFe
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-4M6 OW CPA Aotfid be-ittsclw,dHAS
to"site e� tiion.)
011"COMM
ODORIWWMCCai3Tii� "i rD 711 1�pl��3`RWULTir ....
ZA ES
`............. TO CU. FT.U. OP ANIMAL? YES _ NO �`= r�.S __s
^s s............. PRECHAROINO LAGOON WITH FRESH WATER TO AT f��f2�F TIIE -
i . USINO FOODQUNp JUDGMENT IN LAND APPI,YCA

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO Dt
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO V
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO Y,
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES X NO
WILL THE ACTION RESULT IN SODBUSTING? YES NOS_
If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to be completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES _ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER,,CAN PRODUCER GET-AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES: _"No ,
(Attach Waste Utilization Plan to site evaluation,)
-
SOIL INVF.ST>ECATION-VALID ONLY ItF SOI[rV�11GATM*M ikrk
IS SOIL SUITABLE FOR LAGOON? _ O-..__..-..
IS A CLAY LINER RE UIRED? .
Q
IF YES, IS CLAY AVAILABLE ONS
tIOAIAB�—
IS A CORE TRENCH REQUIRED? YES NO
(Attach soil invest a ekw smelt#4 site evahiation.) '`-- --
_SITE APP#tOVIwI
: 0 AL—
COMMENTS _ ri
COMMENTS t o �n�, i S �vw ., Xv . �.
- . . .. -F'.; .... Asa-?�. J..F�,;;a 1.4S.0 6'Y• -. ,.
er'CtA4'} 0L4eC1 _ 'cC cIcj
.:.,n' .. c.K {s.:, €.mot%�.�Y"dr� �.E d .►i.� r� ,�T si.yT r� '.�:�,,
THIS SITE mvBvnGAnojw IS VALID A3OF LAGOON CONTINUES IN REASONABLE MUE:pER OD t11 3UE p S OI!
HESIT.ANCY.1N 0W,X_M�='MA�f� #it . ....._,
INVALIDATED. . `,��g�I��� � �;',,7 • '_�3 =_ O�` .. -
16
.

U.S. DEPARTMENT OF AGRICULTURE
5" a= SOIL CONSERVATION SERVICE
jar. :71
aIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
o NAME 1 to S • DISTRICT
D f� 8 COUNTY
-_,=iOTO SHEET NO. WORK UNIT
WIJERSHED AREA MEASUREMENTS
ACRES PASTURE ACRES
ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
PROPOSED POND SHPWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
Locate reference Paw )n center fine of dam and identify on sketch.
1 i
P
I
I
- r,
tv
i-"
BORING NUMBER AND PROFILE
xaze and list dam-site and spillway borings first-then ponded arm and borrow pit borings-separate with rierttcal red line-
- tc�tinued on back where necessary) Show water table elevations on dam-site borings.
Ca1L j �, � 14 15 16 17 1S 19 20 .21. 22 23Ar. -
_d+FfH+ Ll
,,.gADE BY SIGNATURE & TI-T'l_F(:�� -� G�✓ D
— i

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels $-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt ail-silt loam
CL-Clays of low to medium plasticity cl-clay loam
-CH-Inorganic clays of high plasticity sicl-silty clay loam
61H-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embanlo nent is available !, Yee �No (Indicale-here located on rh ,sketch ow
romm st"
REMARKS::
�alC '7 L
-3 /911�LC- �-; , �zfAD
cu-.�.P�-�J'�cf�
/VO �!•zG.! �C„ar
Pe-.
-� 2. Explain hazards requiring special attention in design (seepage,vriv..mck etc.)
GENERAL REMARKS:
�D�D� ��-�!!� ` L.t�l �'f�,i✓� �'?�G/� V,7tX%?�'s.1 t� rZe ,-�.t:�C.�f�,� ,
24 25 26 27 28 29 30 31 321133113411 3511361137138 39 40 41 42 43 44 45 46 471148.11491150 51
Fw_ LA 17F.I.

SCS-CPA-026 1. Name and Address of Person 2. Date of Request
,
(June Ronald Allen 1/30/95
afion Service
6593 Center Rd.
Bladenboro, NC 28320 3. County
rIIGHLY ERODIBLE LAND AND WETLAND Bladen
CONSERVATION DETERMINATION
Name of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
FSA �� F#841 T#10867
SECTION I-HIGHLY ERODIBLE LAND
T FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes © No❑
7. Are there highly erodible soil map units on this farm? Yes ❑ No
8. List highly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
crop year during 1981-1985. -
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10 This Highly Erodible Land determination was completed in the: Office Field❑
SECTION II-WETLAND _
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Yes UX No❑
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions unlessi
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
^fit the time the minimal-effect determination was made.
Mitigation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990.
17. Restoration with Violation(RVWyear). A restored wetland that was in violation as a result of conversion after
November 28,1990,or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation(RSW). A restored wetland converted between December 23,1985 and
November 28,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland.is restored.
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields_ are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year: _
27. The wetland determination was completed in the office❑ field and was delivered❑ maile '1'o the person on
28. Remarks.
/__N.
29. 1 rertiiN that the above determination is correct and adequate for use in determining 30. Signature of SCS District Conservationist 31. Date"
el{gihility for USDA program benefits.and that vretland hydrology,hydric soils,and
hcdraphyytic vegetation under normal circumstances exist on all areas outlined as -
Wetlands Farmed Wetlands and farmed Wetlands Pasture.
Assistance and programs of the Soil Conservation Service available without regard to race,religion,color,sex,age, or handicap.
It
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U. S. Departeent of Agriculture RC-E!r.-,-34
Soi 1 Gonssr:ation,Service t r; 1 8t1
Fi 1 e`°Code: 210
ASS�F1CAT;WPAT�l..S�E,T R, DAMS.
fit c ,
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CommunIty:or
ft j.LM ` 1 32Q Ft.
Estimated D� ham. # i , :t4 V.r--
Date of Field Ha f r ;�...,.
Evaluation by reach, lure
of flood plain dowestreap to the point of estimated minor effect
:.
from sudden daiq; fai,, - � • ,. ,. - . _
s - ev. s eration
. •-
• t i _ of of Breach
• Use ants :Fl oo(rter=Above
Reach: Length: ,f idth 'S� Land,. . ;'' , .. Fl plain• Flood Plain
dL
FRI
2 _
?�..Jr. i .4. - •
3
Describe potential for loss of;life and damage-.to exijting or probable future downstream
improvements from a sudden breach no P6 T E0Vz- C-L r s
Hazard Classification of Dam @, b, c) (see NEM-Part 520.21)
,Da&Classification (I,Q1) III , IV, V)
B C. C Date
name tit e
Concurred By Date
name,� , title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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Uperator:RONALD ALLEN County : BLADEN Date: 09/26/95
Distance to nearest residence (other than owner) : feet
1 . AVERAGE LIVE WEIGHT (ALW) 1417 lbs = 0 lbs
0 sows ( farrow to finish) x .
522 lbs. = 0 lbs
0 sows ( farrow to feeder) x
135 lbs = 0 lbs
0 head ( finishing only ) x ~
0 lbs
��� 433 lbs =
0 sows ( farrow to wean) x . ' __-
30 lbs = 182400 lbs
6080 head (wean to feeder) x .
, : 0
Describe other :
182400 lbs
Total Average Live Weight =
"
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 182400 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 182400 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
^ SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
--� TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 245L0
Inside top width ( feet)---------------------- 190.0
Top of dike elevation ( feet)----------------- 47.5
Bottom of lagoon elevation (feet)------------ 37.5
Freeboard (feet)----------------------------- 1 .0
Side slopes ( inside lagoon )------------------ 3.0 : 1
'
Total design volume using prismoidal formula
SS/ ND1 qS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 239.0 184.0 9.0
AREA OF TOP
LENGTH * WIDTH =
239.0 184.0 43976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
185.0 130.0 � 24050 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
,—� 212.0 157.0 133136 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
43976.0 133136.0 24050.0 1 .5
Total Des ' hed Volume Available = 301743 CU. FT.

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5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
245.0 190.0 46550.0 square feet
Buildings ( roof and lot water)
' 0.O square feet Describe this area.
' TOTAL DA 46550.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 .37
Volume = 182400 lbs. ALW/135 lbs. ALW * 1 .37 gal/day 18O days
'—� Volume = 333184 gals' or 44543.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
Of fresh water used for F. flush'system.' Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
. Volume = 27154.2 cubic feet '
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5D. Volume of 5 year - 2
4 hour storm,
Volume = 7.0 1 inches / 12
inches per foot m f i,tr-`,•.
yolu?;lam• = 27154.2 cubic feet
TOTAL REMU I RED TEMPORARY STORAGE
5A. 44543 cubic feet
5% 0 cubic feet
5C. 27154 cubic feet
_,D_ 27154 cubic feet
TOTAL_ 93352 cubic feet
6. SUMMARY
Temporary storage period==================== > 180 days
s.
Rainfall in excess of evaporation===========> 7.0 inches
25 year 7.0 inches_-
- ------•--------- -___-._-.--__ 1 .0 feet
[e 3.0 t
Inside tap length-=_____-____________ :_______:`' 245.0 fee!_
Inside top 190.0 feet
Top of, dike elevation=========================> 47.5 feet
Bottom- of lagoon elevation=====•=============::> 37= 5 feet
Total required 231252 cu. ft.
Actual des igQ Yo l ume=========================:> 301743 cu. f t.
Seasonal high waterta,ble elevation (SH T)7 43.4 feet
Stbp pumping Ae�lev._=_=============_:___,-==.=_.o> 43,8 feet ff
Must be ar. to the SHWT elev. •-=_..--=-.= =. 43.4 feet
Must Abe > 9r = to-win . req . treatment el .=:• 43.5 feet
Required minis:u i treatment volume=== ========> 182400 cu. ft.
Voldme At stow pumping elevation============;> 192023 cu. ft.
45.8 feet F
tau"t :be at %ottom of. .freeboard & 25 yr. rainfall
Actual volume less ;5. yr.-- 24 hr .. rainfall rainfall==> 274509 cu. ft.
Volume- at start pumping elevation==========_> 271577 cu. ft.
Required volume to be.. pu aped===:==========_.-===.> 71697 cu. f t.
Actual volume "planned-. to be pumped=======•===== ?555 cu. ft.
Min . thick:nAns o :sail liner .when requ i red==::> 1 .5 feet
7. DESIGNS �'t` � C � APPROVED B..T; -:: ,K. C
DATE: 91 19S DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS.--

SHEET 1 OF L
r,=
SPEC`I F I CAT I�!N FOR CONSTRUCTION NSTRUCT I€=1N OF WASTE TREATMENT L r;�_;;,DNS
---•-------------------------------
F 11 1N AT I ON PREPARATION:
--------------------------
_e.he foundation area of the lagoon embankment and building _=.:.d shall be
cleared of trees, logs, _tumps, roots,_ brush, bo_!lder_,sod an rubbish.SatisfactorySatsfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled led car use On
the dike and pad areas. After stripping , the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond =
EXCAVATION AND EARTHF I LL PLACEMENT:
a
-----------------------------------
The completed excavation and earthf?ll hall conform to the line_,
grades; and elevations shown on the plans. Earthfi.11 material shall
be free of material such as sod, roots, frozen soil , stones Over inches in diameter, and other objectionable mater i al = To the extent
they .are suitable, excavated materials can be used as fill = The fill
shall be bro+!ght lup in approximately horizontal layers_.. not to exceed d 9
inches in thickness when 1 oose and prior to compact i on = Each layer
will be compacted by :complete coverage with the hauling and spreading
equipment or standard ,tamping roller or ether equivalent method+=
compaction will be considered adequate when fill material is observed
to consolidate to the paint that settlement is not readily detectible.
NOTE THE SPECIAL REOUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall by
installed using the more.. impervious materials from the requ fired
excavations. Construction of fill heights shall . include 5 percent for
settlement. Dikes over `.-1 5 feet in height and with an impoundment
capacity of 1.0 acre-feetOr more fall._ under the jurisdiction of the NC
Dam Safety Lawn The _height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike=
Precautions shall_ be taken during construction to prevent excessive
erosion and sedimentations
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1 = 5 f t=
-----------------------------------------
MOTE e LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT EU_ INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DUPING CONSTRUCTION TYPICAL CROSS S SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQ E I RED ESY THE SOILS REPORT.
When areas cif. Unsuitable material are encounter-ed, they will be mve=r-
e :ca.vated below finish grade to the specified depth as measured
:perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a. SCS approved material ( Y e - CL,SC,CH) _
�. REFER TO THE SOILS INVESTIGATION INFORMATION I N 'THE FLANS FOR SPECIAL.
CONSIDERATIONS

SHEET 2 OF 2
Soil. liner material shall came from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
ire
content which relates to that moisture content when the soil is kneaded
form - b � l _,e� .ate_ Water.. - hand � t Ea i 1 which' � not t readily r _
agy the _ _ .•._1 .. •�{. ball_ �r:��ach dc�__ .E__ e_.._1 .�., _ ��r_. . _
_.hall be added to t:!!::rr_.ow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the i.1ner
material shall not be less than optimum water content during placement..
The maximum water content relates to soil ate being too wet
h_ m_ . E rrE �� c_.. n r_ a � _ the 1 material 1
for efficient use of hauling equipment and proper compaction . Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum Fl•_.,TM D69s Dry Unit
Weight of •!_hue liner material . When smooth C. r hard , the previous lift
shall be scarified fied and moistened as needed before placement of the next
lift-
The single most important factor affecting the overall compacted perme-
abi.1it•.: of a cla';i liner, other- than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity ' in the whole placement and
compaction process. Frig+•• most clay soils, a tamping or sheepsfort
roller is the preferable type of compaction equipment.
Thy.:: soil Liner shall be protected from the discharge of waste outlet
pipes. This can be .done by using some type of energy dissi p_.tor rock:sl
or using flexible outlets on waste pipes.
Alternatives to soil liners are , synthetic liners and bentonite sealant.
When these are specified`' :additional construction specifications are
included with this: Construction ,Specification.
CUTOFF . TRENCH:
----------
A cutoff trench shall be _const acted grinder the embankment area when
shown on a typical cross sention `in the plans. The final depth of the
cutoff trench shall bE deter..mined by `observation of the foundation
materials.
VEGETATION:
All ` exposed' .a embankment_ nd other -bare constructed areasshall be seeded
to theplanned type of vegetation as soon as possibly attar construc-
tion according to the seeding` sgecif cat .ons.,. Topsoil should >-i_ placed
on areas of the dike and aY- to .be � seer id, y seeding ng or �mulch
p''. Terrpnrar. .�- - ..
shall be used if .the recommended permanent vegetation is out of season
dates for seeding. 1 Permanent vegetation should be es+ablished as soon
as °possible dur-i ng the• . ne*k period of approved seeding datesn
REMOVAL OF EXISTING T I i...E .DRAINS
-------------------------------
When the drains are encountered, the tile will be 'removed to a minimum
of 10 feet beyond the outside toe of slope of the:di kC. The tile
trench shall be back:filled and compacted with good .material such as
SC, CL q or CH.

" ^
' SEEDING SPECIFICATIONS
, .
______________________
-` AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
010 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 .0 LBS, UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYEvGRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6.0 TON` OF DOLOMITIC LIME (2 TONS/ACRE)
`
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
`
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FER .IQZER' THEN DISK TO PREPARE A 3 TO 4 INCH
SMOTH SEEDBED. A LY SEED AND FIRM SEEDBED WITH -A CULTIPACKER
OR SIMILAR EQUIPMF'T,� APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL ORNETTING.
1 . PENSACOLA BAH `�RASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDAGRASS '`'%HEN: USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE T
' ^BERMUDA BE INCLUDED O PROVIDE COVER
-UNTIL 'BA . IAG' - ,�IS -ESTABLISHED' `' '
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U. S. DEPARTMENT Of AGRICULTURE NC-ENG-160
fOI L Comervetion Seim Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: ?on ADD AL-1-Fn —Date: 9,IZ6/95
county:
Address:
�c� 7o,Po MA P
L EN81N
SIDE SLOPE••aTO I /
c \. 4-7•S Ave. TOP ELEV. �aa�
SID SECTION
AVE. BOTTOM ELEV. /
LENGTH
(Ste back for volur calculations)
Use of facility: &j M A WAS t1r 7R eA Tmcn r L.A(Smon
Capacity: AW Z Z s-703 S -Garilons 34D r-74-3 Ft3
Soil Type:
Bench Mark Description- !)A t L. i r% O A We T&a 9- L v c.,o 7 o a S-0 o cd n
on TaPa MAP ELE✓A7t0� - c�0 O
Bottom Elev. 37.5
Normal Liquid Level Elev.
Storage for normal Precip. (+) rt.
Maximum Liquid Level Elev.
25 yr. Storm Storage - (+) • 7 rt.
Crest ESW Elev. -
Max.Flom Depth (+) - Ft.
Freeboard (+) i.o Ft.
Top of Dam Elev. 47.5

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D
JUL l 5 1996
USDA Vatural Pesource Coaservatloa serrlce �
PI AL CONSTRUCTION CHECK AND CERTIFIC. T`:,
FOR ANIMAL WASTE TREATIMENT LrGvCN 359)
N.F- 'Ms5 �4 L L E Il R o s. FA R M Z
LOCATION ApPRov ..,�Z.d M/DES NoR,/: ar c3 ��,y" 4 ,600eo on 5k..
/loo
SIZE QF OPERATION Go8a
_ FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEANC^ ?I ACITNG C^ a av ¢-�c5 7AGC 7—ARn5 Tie �""�^ iv FINISH
f WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION 50.o FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION AlE. 24S x /90 z45' x I4a
-- DIKE TOP WIDTH 12 12
OP OF DIKE _ 47.5 i
7 ¢7.
BOTTOM OF LAGOON ?7.5 3 7 5
= INSIDE SIDESLOPS 3 '
OUTSIDE SIDESLOPS
PTP-1i ?��JV�RT o GAVG i nG DEVICE
.._
CLAY LINER/CORE TRENCH
HAS A LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES ✓ NO
DOES LAGOON MR-ET NrCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE' CODE 3 59?
YES ✓ NO
COMMENTS (6A s-r, C k. gIz 5%9 4 L 4 G oo r� a A rA L r m E D Ft e 7/ c i Z E n A n
�Eec7�D 7o ClgDm Mon ���/vtu�AG,PASS 7 �0 96
SIGNATURE _09. xbn,,,y (,Cut" TITLE %Ec�rn. SPccia�lsr. DATE 7/10/q6

WASTE TREATMENT LAGC ON CONSTRUCTION CHECK FIELD
--� NOTES
Ty. Ton
�Sta. B.S . 1 H.I . F.S. IRR Elev. � III I I
.7 _,.7 so,o N I I I I f !
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